WEH Full Civil Set Submission 2 7 1 24

590 w 584 w w W W W W 60 0 0 60 600 w W 590 POOL 586.2 594 592 FF:600.1 BF:587.1 596 594 598 596 598 59 4 D L No. 33410 . A N DE W R BCA PWA PWA Drawn by Designed by Checked by Date Proj. No. AS SHOWN W 6 PRELIMINARY AND FINAL SITE PLAN Scale W w S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED 56 580 113 LF 15" HDPE S = 6.53% 133 LF 15" HDPE S = 6.32% Anderson Consulting Services LLC 592 K-MH.8 TG:581.43 (K-9) INV. IN: 577.10 (OCS-5) INV. IN: 577.10 INV. OUT: 577.00 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W W w w 6 w 596 586 8 58 590 592 W 5 94 W 8 59 158 LF 15" HDPE S = 8.72% w w w 0 w W w 6 59 58 W 598 582 588 590 592 600 594 W 58 2 W w 8 58 59 4 58 596 W 580 582 594 W 578 580 W 8 56 4 57 W 580 592 578 W w 6 59 W K-9 TG:588.90 39 LF 15" HDPE (K-MH.11) INV. IN: 584.60 S = 11.37% (K-10) INV. IN: 585.64 INV. OUT: 584.50 W 60 0 K-MH.11 TG:597.10 (K-MH.12) INV. IN: 586.65 (OCS-6) INV. IN: 594.10 INV. OUT: 586.55 0 57 8 598 FF:602.0 GF:579.0 w 596 598 W 59 8 206 LF 15" HDPE S = 1.00% w w 600 2 57 6 57 W FF:602.0 GF:579.0 598 600 596 598 59 6 K-MH.12 TG:599.39 (K-13) INV. IN: 588.81 INV. OUT: 588.71 FE PR O 6 57 57 w 57 2 596 w 116 LF 15" HDPE S = 1.00% N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 564 570 2 57 574 576 8 57 566 59 4 136 LF 15" HDPE S = 1.43% 22 LF 15" HDPE S = 1.00% PAUL W. ANDERSON 566 568 W 574 57 0 2 602 56 4 W 572 564 W 2 56 574 578 W 8 56 578 578 578 562 59 258 LF 8" SDR-35 PVC S = 1.00% SAN-MH8 RIM:594.86 INV. OUT: 590.13 K-10 TG:588.86 INV. OUT: 585.86 K-7 TG:567.50 (K-7.1) INV. IN: 564.50 INV. OUT: 564.40 STA T 576 0 SAN-MH7 RIM:599.38 INV. IN: 587.55 INV. OUT: 587.45 K-6 TG:567.49 (K-MH.8) INV. IN: 563.21 (K-7) INV. IN: 564.18 INV. OUT: 563.21 S PAU L 6 59 132 LF 8" SDR-35 PVC S = 1.00% 22 LF 15" HDPE S = 1.82% K-13 TG:594.63 (K-14) INV. IN: 590.08 INV. OUT: 589.98 140 LF 15" HDPE S = 6.75% Y SE ON IN EER 56 8 C-2 6 65 LF 15" HDPE S = 3.08% K-15 TG:591.20 (C-1) INV. IN: 588.30 INV. OUT: 588.20 0 574 572 4 58 590 K-14.1 TG:595.50 INV. OUT: 592.50 31 LF 15" HDPE S = 2.89% K-14 TG:594.59 (k-14.1) INV. IN: 591.59 INV.

" HDPE S = 3.08% K-15 TG:591.20 (C-1) INV. IN: 588.30 INV. OUT: 588.20 0 574 572 4 58 590 K-14.1 TG:595.50 INV. OUT: 592.50 31 LF 15" HDPE S = 2.89% K-14 TG:594.59 (k-14.1) INV. IN: 591.59 INV. OUT: 590.30 22 LF 15" HDPE S = 1.00% 59 C-3 TG:599.00 INV. OUT: 596.00 C-1 TG:597.50 (C-2) INV. IN: 593.20 INV. OUT: 593.10 61 LF 15" HDPE S = 1.14% W 58 6 588 69 LF 15" HDPE S = 7.00% 56 57 4 206 LF 8" SDR-35 PVC S = 5.69% SAN-MH6 RIM:593.03 INV. IN: 586.13 INV. OUT: 586.03 K-7.1 TG:570.25 INV. OUT: 567.25 W 58 W 140 LF 15" HDPE S = 7.50% A-E TG:573.50 INV. OUT: 572.50 K-16 TG:591.23 (K-15) INV. IN: 587.80 INV. OUT: 586.80 W 58 2 W W 22 LF 15" HDPE 30 LF 15" HDPE S = 1.00% S = 9.03% 574 6 SAN-MH5 RIM:579.28 INV. IN: 574.28 INV. OUT: 574.18 263 LF 8" SDR-35 PVC S = 2.00% A-5 TG:559.50 INV. OUT: 556.50 576 574 W W 57 2 57 57 0 57 4 SAN-MH4 RIM:574.63 INV. IN: 568.93 INV. OUT: 568.83 57 8 K-MH.17 TG:580.30 (K-16) INV. IN: 576.30 INV. OUT: 576.20 W TG:557.28 (A-5) INV. IN: 554.28 K-MH.5 INV. OUT: 554.18 TG:558.53 (K-6) INV. IN: 553.74 INV. OUT: 553.64 560 234 LF 15" HDPE S = 0.00% A-4 TG:559.87 INV. OUT: 556.87 w W W TG:572.07 (OCS-4) INV. IN: 567.80 INV. OUT: 567.70 w W W S = 1.54% w 168 LF 15" HDPE S = 3.55% OCS-4 TG:579.06 (A-E) INV. IN: 572.50 INV. OUT: 570.00 W INV. OUT: 570.14 W-7 TG:576.50 INV. OUT: 573.50 PROFILE - KUZIK ROAD R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-46 SHEET 46 OF 60

8 54 6 54 4 54 K-2 TG:546.67 INV. OUT: 544.37 534 538 536 K-18 TG:533.80 (K-17) INV. IN: 531.50 INV. OUT: 531.50 D S L No. 33410 . A N DE W R Y SE ON S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED 53 4 8 53 22 LF 15" HDPE S = 0.45% 540 W 550 542 544 546 W 55 0 8 W 55 2 54 W W W W FE PR O 133 LF 15" HDPE S = 2.00% PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. Anderson Consulting Services LLC INV: 544.00 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W W A-7 TG:557.55 (A-6) INV. IN: 553.93 INV. OUT: 553.83 K-3 TG:553.34 (K-MH.5) INV. IN: 548.82 (K-4) INV. IN: 548.82 INV. OUT: 548.72 163 LF 15" HDPE 106 LF 24" HDPE S = 2.95% S = 4.46% 40 LF 15" HDPE S = 0.74% N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 PAUL W. ANDERSON 546 544 548 550 552 542 FF:564.0 540 564 56 2 W 55 4 W 55 6 W 55 8 W 56 0 W 22 LF 15" HDPE S = 1.00% K-MH.5 TG:558.53 (K-6) INV. IN: 553.74 INV. OUT: 553.64 A-6 TG:557.28 (A-5) INV. IN: 554.28 24 LF 15" HDPE INV. OUT: 554.18 S = 1.02% W W 554 556 FF:563.0 564 FF:564.0 114 LF 15" HDPE S = 3.05% W 564 w 6 W 56 2 55 W 4 56 5 K-17 TG:534.10 INV. OUT: 531.80 INV: 544.00 TG:546.57 (K-2) INV. IN: 544.27 INV. OUT: 544.27 K-4 TG:553.34 (A-7) INV. IN: 550.34 INV. OUT: 549.04 58 W 566 562 560 46 LF 15" HDPE S = 4.86% 558 0 56 w 140 LF 15" HDPE S = 6.75% 41 LF 15" HDPE K-1 S = 0.67% w 56 6 W K-6 TG:567.49 (K-MH.8) INV. IN: 563.21 (K-7) INV. IN: 564.18 INV. OUT: 563.21 560 W 8 56 22 LF 15" HDPE S = 1.00% A-5 TG:559.50 INV. OUT: 556.50 W 0 57 W K-7 TG:567.50 (K-7.1) INV. IN: 564.50 INV. OUT: 564.40 W 2 57 562 W 4 57 89 LF 15" HDPE S = 1.87% 536 30 LF 15" HDPE S = 9.03% W 158 LF 15" HDPE S = 8.72% A-4 TG:559.87 INV. OUT: 556.87 STA T 6 57 PAU L K-7.1 TG:570.25 INV. OUT: 567.25 IN EER 578 564 INV. OUT: 577.00 PROFILE - KUZIK ROAD R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-47 SHEET 47 OF 60

592 6 5 62 LF 15" HDPE S = 1.01% S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D L D-5 TG:580.22 (D-4) INV. IN: 575.85 INV. OUT: 575.75 W W W W W W BCA PWA PWA Drawn by Designed by Checked by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. Anderson Consulting Services LLC 58 88 AS SHOWN 0 59 4 58 Scale 58 0 D-1 TG:573.75 INV. OUT: 571.00 58 2 W No. 33410 6 W W W W 57 4 D-3 TG:580.00 INV. OUT: 577.00 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W . A N DE W R S 578 2 W W S 58 0 175 LF 8" SDR-35 PVC S = 5.81% S 23 LF 15" HDPE S = 1.08% 0 57 PUMP STATION-MH1 RIM:570.66 INV. IN: 562.90 INV. IN: 563.00 FE PR O 594 57 4 57 8 124 LF 8" SDR-35 PVC S = 0.52% S 596 6 0 57 S 56 W-5.1 TG:568.45 INV. OUT: 565.45 S 6 56 22 LF 15" HDPE S = 1.00% D-17 TG:565.81 INV. OUT: 562.81 SAN-MH2 RIM:566.09 INV. IN: 563.65 INV. OUT: 563.55 57 Y SE ON S 566 8 56 11 LF 15" HDPE S = 2.81% D-4 TG:580.00 (D-3) INV. IN: 576.58 INV. OUT: 576.48 4 0 57 117 LF 15" HDPE S = 0.00% 42 LF 15" HDPE S = 1.00% 34 LF 15" HDPE 57 S = 0.73% 8 S 2 S 580 57 568 2 45 LF 15" HDPE S = 4.56% 57 6 57 566 4 576 W 4 57 57 57 46 LF 15" HDPE 114 LF 8" SDR-35 PVC S = 0.87% S = 1.01% D-2 D-18 TG:573.75 TG:565.81 (D-1) INV. IN: 570.75 INV. OUT: 562.81 INV. OUT: 570.65 11 LF 15" HDPE INV: 570.00 S = 2.87% S SAN-MH3 RIM:566.76 INV. IN: 564.90 INV. OUT: 564.80 RIM:580.94 INV. IN: 573.29 INV. OUT: 573.19 582 W W W 576 OCS-8 TG:575.79 (W-7) INV. IN: 572.90 INV. OUT: 572.30 F:5892.0 LG SAN-MH W 568 S 51 LF 15" HDPE S = 1.19% 576 584 W S OCS-9 TG:568.00 (D-17/18) INV. IN: 563.00 INV. OUT: 555.51 12 LF 15" HDPE S = 1.05% W 570 W 168 LF 15" HDPE S = 3.55% 8 57 W-7 TG:576.50 INV. OUT: 573.50 196 LF 8" SDR-35 PVC S = 2.00% W W 8 57 INV: 576.00 54 LF 15" HDPE S = 6.06% D-MH.1 TG:575.00 (OCS-10) INV. IN: 570.50 (D-2) INV. IN: 570.40 INV: 555.25 26 LF 15" HDPE S = 1.00% 578 W W 586 N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 W S 578 57 8 W 572 W W W S 203 LF 8" SDR-35 PVC S = 1.99% S W S W 588 PAUL W. ANDERSON 56 6 572 574 56 2 58 LF 15" HDPE S = 1.03% D-6 TG:580.29 OCS-10 (D-5) INV. IN: 575.15 TG:578.25 INV. OUT: 576.13 INV. OUT: 573.75 4 57 60 LF 15"

VC S = 1.99% S W S W 588 PAUL W. ANDERSON 56 6 572 574 56 2 58 LF 15" HDPE S = 1.03% D-6 TG:580.29 OCS-10 (D-5) INV. IN: 575.15 TG:578.25 INV. OUT: 576.13 INV. OUT: 573.75 4 57 60 LF 15" HDPE S = 1.00% W 58 8 576 57 6 S INV: 576.00 57 W S S S STA W S w 4 56 D-7 TG:589.50 INV. OUT: 586.50 0 59 PAU T L 578 w 0 58 D-8 TG:589.50 (D-7) INV. IN: 585.90 INV. OUT: 576.20 W 5w W S80 W W GF:594.0 W 2 SAN-MH4 RIM:574.63 INV. IN: 568.93 INV. OUT: 568.83 W W 58 578 IN EER S = 2.00% SAN-MH5 RIM:579.28 INV. IN: 574.28 INV. OUT: 574.18 PROFILE - ROAD "D" R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-48 SHEET 48 OF 60

W W W 4 60 6 W 60 0 61 8 W W W D 107 LF 15" HDPE S = 1.03% 126 LF 15" HDPE D-11 S = 4.36% TG:603.50 (D-12) INV. IN: 600.50 D-12 INV. OUT: 600.40 TG:609.00 INV. OUT: 606.00 W W W W 58 0 59 594 2 596 BCA PWA PWA Drawn by Designed by Checked by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. AS SHOWN W W Anderson Consulting Services LLC D-9 TG:601.50 INV. OUT: 598.50 99 LF 15" HDPE D-10 S = 3.04% TG:603.50 (D-11) INV. IN: 597.40 (D-9) INV. IN: 597.40 INV. OUT: 597.30 Scale 213 LF 8" SDR-35 PVC S = 2.00% 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W L 600 612 W 60 8 W W 6 57 57 W W 6 W No. 33410 W 2 W . A N DE W R W 61 2 D-MH.4 TG:595.40 (D-MH.3) INV. IN: 590.00 (D-16) INV. IN: 592.40 (D-15) INV. IN: 592.40 INV. OUT: 590.00 60 w W W 4 w W W 57 57 W W W S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED W W W N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 W W 61 0 D-7 TG:589.50 INV. OUT: 586.50 SAN-MH 10 RIM:592.27 INV. IN: 577.43 INV. OUT: 577.33 FF:618.0 GF:594.0 60 LF 15" HDPE S = 1.00% 21 LF 15" HDPE S = 0.47% D-14 TG:593.00 D-MH.3 INV. OUT: 590.20 TG:594.22 (D-MH.2) INV. IN: 590.00 INV. OUT: 590.00 110 LF 15" HDPE S = 2.65% FF:618.0 GF:607.0 FF:618.0 GF:597.0 LGF:582 .0 203 LF 8" SDR-35 PVC S = 1.99% D-16 TG:595.75 INV. OUT: 592.75 D-MH.7 TG:598.40 (D-10) INV. IN: 594.40 INV. OUT: 594.30 608 2 59 590 588 0 15 LF 15" HDPE S = 2.33% D-MH.5 TG:597.00 (D-MH.4) INV. IN: 590.00 INV. OUT: 590.00 SAN-MH 11 RIM:596.54 INV. OUT: 581.69 606 4 S S FE PR O 606 586 59 S 4 S w 584 S S S S D-4 TG:580.00 (D-3) INV. IN: 576.58 INV. OUT: 576.48 SAN-MH 9 RIM:580.94 42 LF 15" HDPE INV. IN: 573.29 INV. OUT: 573.19 S = 1.00% PAUL W. ANDERSON W 4 W 606 24 LF 15" HDPE S = 5.32% Y SE ON 60 S 60 2 5 582 17 LF 15" HDPE S = 1.16% S 59 D-3 TG:580.00 INV. OUT: 577.00 37 LF 12" HDPE S = 0.00% 96 580 588 D-5 TG:580.22 (D-4) INV. IN: 575.85 INV. OUT: 575.75 8 S 586 62 LF 15" HDPE S = 1.01% OCS-11 TG:597.00 (D-MH.5) INV. IN: 590.00 INV. OUT: 590.75 23 LF 12" HDPE S = 0.00% 59 8 57 58 LF 15" HDPE S = 1.03% 13 LF 6" HDPE S = 11.41% 0 57 57 6 2 58 584 D-8 TG:589.50 (D-7) INV. IN: 585.90 INV. OUT: 576.20 D-MH.2 TG:593.42 (D-13) INV.

90.75 23 LF 12" HDPE S = 0.00% 59 8 57 58 LF 15" HDPE S = 1.03% 13 LF 6" HDPE S = 11.41% 0 57 57 6 2 58 584 D-8 TG:589.50 (D-7) INV. IN: 585.90 INV. OUT: 576.20 D-MH.2 TG:593.42 (D-13) INV. IN: 590.10 (D-14) INV. IN: 590.10 INV. OUT: 590.00 12 LF 15" HDPE D-6 S = 1.05% INV: 576.00 TG:580.29 (D-5) INV. IN: 575.15 INV. OUT: 576.13 84 LF 12" HDPE S = 0.00% D-15 22 LF 15" HDPE TG:595.75 S = 0.46% INV. OUT: 592.75 9 LF 15" HDPE S = 3.79% 58 LF 12" HDPE S = 0.00% 60 2 57 6 8 57 D-13 TG:593.00 INV. OUT: 590.20 INV: 576.00 0 58 175 LF 8" SDR-35 PVC S = 5.81% 58 2 57 S 34 LF 15" HDPE S = 0.73% D-MH.6 TG:597.00 (OCS-11) INV. IN: 589.25 INV. OUT: 582.00 INV: 580.40 2 0 57 2 57 54 LF 15" HDPE S = 6.06% OCS-10 TG:578.25 INV. OUT: 573.75 STA 570 S 4 57 23 LF 15" HDPE S = 1.08% D-1 TG:573.75 INV. OUT: 571.00 57 LF 15" HDPE S = 2.81% PAU T L 570 TG:575.00 (OCS-10) INV. IN: 570.50 (D-2) INV. IN: 570.40 58 8 INV: 570.00 IN EER S = 0.87% D-2 TG:573.75 (D-1) INV. IN: 570.75 INV. OUT: 570.65 D-MH.1 56 PUMP STATION-MH1 RIM:570.66 INV. IN: 562.90 INV. IN: 563.00 PROFILE - ROAD "D" R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-49 SHEET 49 OF 60

R Know what's below. Callbefore you dig. SP-50 SHEET 50 OF 60 PRELIMINARY AND FINAL SITE PLAN PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON

R Know what's below. Callbefore you dig. SP-51 SHEET 51 OF 60 PRELIMINARY AND FINAL SITE PLAN PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON

R Know what's below. Callbefore you dig. SP-52 SHEET 52 OF 60 PRELIMINARY AND FINAL SITE PLAN PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON